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axx c .� t� aA'ti�ft BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Corti=Us SCIS Site Map Emits Search . b (lProduct VO Approval d *%r USER:Public User Product APP—al Menu>Product or Aoohcahon Search>Aunbcation t ist>Applieatlon Detail FL n FL389-R9 -- Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetaI.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tilsit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COi AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FI 389 R9 COi AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF Ft 389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF i Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code i I I i Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18%2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 iI AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 Ra AF AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working In unison,Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max,ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 It AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC, DRAWING; 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc, Other:Large missile level"D".Max,Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending.on centermates and locking Evaluation Reports rod configuration for the HV3 blade,8'-0"for+64,-72 p.s.f. EI 389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT,PDF working In unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 it AMERICAN SHUTTER SYSTEMS ASSOC.,INC, Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AF AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT,PDF Created by Independent Third Party:Yes Oack Newt n ::2601 Rlalr Stone Road,Tallahassee FL 32399 Qhnne:850.407.1874 The State of Florida Is an AA/EEO employer,convrinht 2007-2013 State of Florlda.::Privacy Statement u Accessibility Statement::gn(und Statement Under Florida law,email addresses are public records.If you do not want your a•mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.407.1395.-Pursuant to Section 455.275(1) Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The enlaft provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts- ¢ren GENERAL MOTES: A.BERTHA H.Y.ACCORDION SHUTTER SYSTEM SRN OR Tt45 PtRO0t1:-:EVALIiATtfSlN OCTtP.ED.)HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITKDN)OF THE FLORIDA - BURAItG CODE.THIS ACCORDION SHUTTER SYSTEM M N0T 1E INSTALLED AT MGH VELOCITY HUCRN:ANE ZONS. BE USSTAL D LOADS �A DRET`WN�IFA�R Ka PER SECTION USIXGT6ACE 7-10 AND SHABOVE ALL NOTE EXCEED TCOM THHfi OOMVUI(�AS.D.)DDEESICN P�MSURDED RE RnnNGS�I-NMICAA��"��w� TABLE OF CONTENTS Ott SHEETS 1I THEM 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDOION.ULTNVATE DESvN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIST REDUCED TO A.S.D.DESIGN WIND LOADS AREA,1: HV BLADES 077 & �A BY NULTtPLMG TH EV BY 0.6 IN ORDER TO COMPARE T ESE W/!JAIL(ASA)DESIGN PRESSURE RATINGS WMCATED ON SHIEEIS 11 THRU 15, 19&20. GENERAL NOTES SHEET t IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS 0,w TH'S P.E.D.,AS NESTED,WERE NOT OWER STRESSED,A 33^.INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NO USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS.HOIAVdR,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICA710.V OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORODN SINTER SYSTFA7'S ADEQUACY FOR WSYD AND LARGE MISSILE IMPACT LOAD HAS BEEN t'ERIRED ON ACCORDANCE WITH SECTION 1609.1.2 OF THE ASCIVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS.' TYPICAL WINDOW BLADE&WINDOW DETAIL -HV MLA-c(D 10214,01-03,10715.0t-03.11004.01-05.1/214.01-05.40317.02-06.1OU3.01-1)AFD 10210.01-11 AS FER TAS-201,TAS-202 ARD TAS-203 PROTOCOLS AND A$THA E-1886 ARA 2: HV BLADE(D AND w WINDOW BLADE N� AND E-1996 STANDARDS(MISSILE LEVEL D.MID ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE OWEREAPPLICABLE) -HV WINDOW BLADE Q 105051Dt-08 AS PER ASTM E-1836 AND E-1996 04SSU LEVEL D,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND B 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HTV BLADE@ AVD HN WINDOW MADE Q ARE ENCCNEERED TD WGM<IN UNISON AWDT EACH OTHER UNDER THE GENERAL U OATXiNS AND CONGITIONS CF USE INDICATED ON SHEET t9 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA INV ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT COMECDCN TO TRACKS SHALL BE 114x2.75`AND 114.1.75'RESPECII&W,410-HT MINIUUM SERIES CENTERUATE N HV SHEET$ STAINLESS STEEL SCRENS WITH 135.0 Tai YIELD STRENGTH AND 180 Hai TENSILE STRENGTH.PINS SHALL BE COATED WON BERTHA HV DACRDSHIELD COAT11IC SYSTEM AS MANUFACTURED BY APPROVED CENTERI,UTE ALLTERTERNAA TING DETAILS FN SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTFNS ASSOCIATION.PINS MUST BEAR THE HV UARKIM',0:4 THEIR HEAD. 4.ALL ALUMINUM CORUSIGNS SHkLL BE ALUMANW ASSOCIATION A�AND TEMPER AS INDICATED ON SLEETS 2 AFD 3.MINIMUM YIELD STRENGTH FOR 6063-TTI ALLOY IS 30.0 kvi AND 35.7 iii FOR END CONNECTOR T DETAILS 1^6,CONCRETE/BLDCiC SHEET 10 6045-75 ALLOY ANCHORWMUM SPAN TABLES SHEET T1 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCPcEWS TO BE STAINLESS STEEL.304 OR 3t6 ACSI SERIES 2R CGRROS-WH RE515rmff`COATED CARBON SIM AS PER DW W018 WITH 50 ks1 MIN.YIELD STT.Y:IGTH AND 90 iii MLI.TENSIE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 13 AND SNALU CCMFLY W/FLORIDA BULDxr,CODE SECTION 2411.33.4, ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 14 6.BOLTS To BE ASTM A-307 GXVANIZED STEEL-OR AZT 304 OR 316 SERIES STAINLESS STEEL WITH 35 6*51 W-awM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET i5 7.SEE THE FOLLOVAtIG SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE a&(ji WORKING IN UNISCN: 12. 13&15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CORRECTION DETAILS 7-12&X.WOOD SHEET 1B & THIS BERtNA H.Y.ACCORDION SHUTTER SYSTEM REIMS A US.PATENT 16'779.582.COMMVENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT`15'458.179 ISSUED TO EASTERN METAL SUPPLY.IVC. AREA 3: HV WINDOW BLADE_H1�A ONLY 9,IT SHALL BE THE RESPONSIEIU Y OF THE COkIRACTOR TO VERIFY TETE SOLRM%M OF THE STRUCTURE WHER-SHUTTER IS TO BE ATTACHED TO INSURE PROPER AN-M ORAGE CONTRACTCR TO SEAL/CAULK ALL SHUTTER!COUPONENT EDGES V44CH REMA&%THRU FASTENING IN CONTHNUOUS CONTACT waH THE BUILQthD TO PREVENT WIND/PLAIN INTRUSION. TYPTCAL.SHUTTER ELEVATION SH=ET 19 10.EACH LIST FAUST BEAR PERMANENT LABEL IN A VL:L9LE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRCAJ%E WARNNGS HOME OWNER.TV-bWT.CR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD A�,A 4• HV WINDOW LADE n ONLY CENTEPJAATES AND ElNCAGE OR LOCK ALL HV ALIO HO LOOTS. 11.SHUTTER MWILIFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE NSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EfiW OPENING.LABELING 10 COMPLY WITH SECTICN 1709.92 OF THE FLORIDA BUILDING CGDE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL.COUPLY WON SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS F'ROA10ED BY THE JURI50.'C71014 WHERE PERMIT IS APPLIED TO. 13.(o)SOS P.E.D.PREPARED BY THIS ENGINEER IS GU.--M AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le_WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PLIP,CHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.£-D..PF04DED HZ-/SHE GOES NOT DEVIATE FROM THIS ORAWING SHALL ONLY BE USED TO THE CONDITIONS DETIULED ON THIS DOCUMENT_CO1,,STRI)CM11 SAFELY AT SITE.IS THE CONIRACTOWS L11SP0. 3$tLRY. {P)THIS PLED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (4}SRE SPECBTD PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCMTECT Y7MCH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FCR THE PROPER USE OF THE P.ED,ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE PLEA.ENGINEER BULL SUBMIT 10 THIS LATIER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - (e)ORiGIRAL P.EO.SHALL SEAR THE DATE AND ORIGINAL.SEAL WED SISNATURE OF THE PROFESSIONAL ENGINE-ER OF RECORD THAT PREPARED R. - rrrAaJn ii FLORIDA BUILDING CODE(Mon High Velocity HUrricone ZGne Ht' 11 '+�T2017 EASTERN METAL SUPPLY,TIC. HIL "' 1l�i 02017 THLTECD.INC 4. ,,_= BERTHA HVTTA A S S A Accordion Shutter System /70E CI.8 ,K c. ■ ■ ■ ■ H.V. BLADE#1 W/OR W/0 PLV.WMaN BADE `� br i a American Shutter Systems t CYT TICCIT TESTING & ENGINEERING COMPANY fu DEMIPReN DATE OR"N sr; Le. :. ;.�,! < Association, Inc, i 01D 15-085 7/27/1 OAF: 07/27/37 tti a� ° 1°" =°"�` '�`305.%1MI'A'o ROUTS'F`ORO"33t 4268 Westroods Drive z --'T�-�* Fhmm:(305)871-1530.FaA:(305)871-1531 ORAYJtvG No `At�:�A16.. G\'R`Ittt�1 a-makes tat-o-,-l7 ;Vest Palm beach, FL 33407 ` T_'07 "Ittt WALTER A.TILLIT-P.E FLORIDA UE.1 44107 5SHEET P.E.I ttAtf StMYORE/DATE 6 1 OF 20 a.8fia' 29• 4.576' 1 ,745' 2.295 1/4•-70x1/ t/4'-7p OE CAST I 0.33' FLAT tF MR:A1.D HOUS hL auuEE /4•_ .745' � I i S.SXS. � eu20 FAN1Ep GqJ i O 0, • 1 m V t2 TPJ i p aIRn FADmj27%'G -uci essn EIMkCL i318' a 4' (CHPOUE PuATW) 1 HV CENTERMATE wi ) ,-. 's• Fp' `�•�1 325•, - 1 V LOCK HV EGRESS LOCK CU%=C.If1ED FOR USE VI/ HV BLADE 1)&r1 ONLY '22J V i-0 G C 6063-T6 ALLOY AND TELtPER QURE(r(£D FOR USE W/ HV BLAO£ 1 & ONLY A2' .87•I QUALIFIED FOR USE Wf HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 231 BLADEQ& A ONLY. BLADE 1)& ONLY. Q ALIFI£D FOR USE W/ HV BLADEUI ONLY ---254'O.D. 19' 4' 6063-T6 ALLOY AND TEMPER PLASTIC HED o -jaw 7.7 .922• 4045• _32' MOLDso TO ? .079' 1.753* CREY! n vim- • a - ni "'360'AFTER 17cvEftYG p6. Aa,�06 1/4"P--20 5x3 4" BEFORE RrrscnG J 114-0-20 RIVNUT* S.S. THUMBSCREW ..J *SERIZS 9"',AUJUNUM(2024-73 ALLOY)MCC FIANCE NOW I—+�,1„_¢_,moi '• 7.7�C ,-i ” .8 .I SNEET"SM.PART(0820,AS MAIWFArMPED BY"EL OR FCAN FRMIT CU°ATION t2&' HV MALE "T" LOCK CENTERMATE a.sa6' I exEam landau.PARs+vPENY,NICK JEascY 0704E3uer. •27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ))ONLY 9LE[+ HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK FIV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUAUFIED FOR USE W/ HV CUALIFiED FOR USE YJ/ HV BLADE)ONLY QUALIFIED FOR USE W/ HV BLADE Ft'tONLY 1y HV BLADE(D1 ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPS / 1.917• -'15 ;., 3.161 o . i T"UMeTURN ala .ass *.wD cYw+o°EAa.67s'Mi..J 25'Max. 31 CEN R ATE O OC I - D CENTERMATE W/ LOG G ROD I" o O = m OUA1.0ED FOR USE YJ/ HV BLADE 1)& CA) QUALIFIED FOR USE W/ HV BLADE(1)& QA) 6063-176 ALLOY AND TEMPER � C a I o 6063-T6 ALLOY AND TEMPER V�R[ES.Ta' R TQ3CQUALIFIED FOR USE W/ FN BLADE 1 &g. OR _ • 6063-T6 ALLOY AND TEMPER I I sfY sp-20 5s. SB'r-16 THUYBTURN ` tl/ CZE I �� Y { D OR KEYS ca" O 1.57 MM. CYLINDER 1.78•U.. LOCKING ROD© a /oro HD LOCK L-37510 OUAL-FIED FOR USE W/ HV GLADE(D 137 HV i $-2 AIS 6065-T6 ALLOY AND TEMPER C6) HV,�S"OA-16 ACETAL � ) l�.r 1304 8Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK Q „5 S(STALIA+MN WILL REQUIRE A 7/18-HOLE THUMBSCREWS -SERIES S.S. THUMBSCRM OUAURED FOR USE W/H_V__BLADEIT A .- - - - - 11ED AT TRA--KS FOR PROPER EMBEDM- T QUALIFIED FOR �y' HV BLADE Q QUALIFIED FOR USE W/ HV BLADE 0 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone tllllll�~`���•T�/�' 02017 TILTECO,INC. C2017 EASTERN METAL SUPPLY. INC. p BERTHA HV,Ta \CEN /T /� A Accordion Shutter System L EGO 1 N c. . H.V. BLADE#1 W/OR W/0 FLK VANDOW RADE American Shutter Systems EV.N DESCRPrlOu DATE DRAVN BY: Lc. TIWT TESTING & ENGINEERING COMPANY Association, Inc. t m.A 15-085 7f27f1 04l 07/27/17 s 6355 tL'H.35 fi.S,5 x 309 1180 hl GAR0D*.FLORVA 3316 `�TATF OF +�• 4268 Westroods Drive 2 ,\ Phax:1305)671-1530.Fox:(3os)67t-is3T DRAWING No d '•..�pp —�i , e- .1:Ote..0od— West Palm Beach, FL 33407 3 17-107 ^'•� RiDP:'�S4 15 E8-ODC6719 P.E. '� 111' HALTER A TWA Jr.P.E. 4 SERC IA I`RL'JDATE °RaA LK.p 4at67 6 SH 3�OF 20 !I I SHUTTER ASSE/M���BLY SC ((,�'H��EDULE FOR ! HV GI HV 17'Y � 3� ,W+ 12 TOIBUDE T.NCE 1a Q HV BLADE i �^r j Eqa .1075 1 ��ti 1 KV VANCa;M MADE .'045- :cam 0625 0625' HV BLADE to ✓ \ .'t,,, BLADES f ^1 OPEhTII .0625`3 1875' Y HV LONG RECESSED NYLON BUSHING x U M �,�E� 0462,5, f HV SPORT RECESSED NYLON BUSHING o z I! j N a; i 1141 PORnaN P RI.7S%/ ® KV NYLC41 HAT MASHER (DOR ® 1 m a e x 3 50' W ,I'_ G7 HV WHEEL CARRIAGE AISI 302-303 SERIES �'I I `" 4Y 40 f I n � X ///12.6750• X 0.870"x3/16' THICK NYLON WHEEL. �% I ( N 2 7/8'IAM. hV kVRNW?J L 3154 cLEM 03.Oa 0)88"C�Am 302 SERIES S.S. RIVETS 3.7500' SEPARATION 1 --� B� .0525^ 25' k".`J� HV 1 3/4' ACCORDION PIN N/ u8 HEAD * EXTERIOR I I f 1' IJ oPQ+iNGs (It cE 11ER5 z+ YY HV 2 3/4"ACCORDION PIN V11 #8 HEAD * V 41 �7�'�oD C2 11//4 :nr LEAR en rmT POLYCARBONATE wpACT RESISTANT HV VINDOWI � ';i I j Ii "SEt' TYPICAL HV WINDOW BLADE LAND Ss POLYCARBONATE HV WINDOW DETAIL QORIj� � y'` or @� ZEE NOTE Fart I ; I REOUdREMENTS) (DOR 9 �',cPOLYC,dRBONATE IMPACT RESISTANT HV WINDOW (SAYER MASROLON 3103 POLYCARBONATE t2-MIN.C cE RESINS, UV-STABILIZED GRADE OR SABIC By pw REQUIREMENTS AT IMERIOR BLADE KNUCKLE FOR ` I ro BLADE BOTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN s? F a I (SEE NOTE `F- ON SHEET 19). w in HyOR o � (1) HV PIN SHAL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF Hd ACCORDION SYSTEM i+Jj HV f OR i EXTERIOR HV to BLADE. IRICAL SHUTTER ASSEMBLY .SUND-LE `T � TTfS(AL rR1RERr4S srumRO zs„wmc N.T.s. .. Y IN CJ oR`�AT 9TFER'a4t /`'p1CQ ss�.�. (2) HV PIN ' MAY BE USED IN LIEU OF Q AND ONLY AT * BLAOE's 1wuciclLE j EI>�L' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM SV/ HV(D cO.324' °/ # (SEE NOTE* FOR 9FEcM GR-M "x"'W97 a°'3' " 0113 mj BLADE VfHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 04�_ p REQUIREMENTS) I "M:TRETA M ASW M38 9.410 P.1 915M Px TYP. I Ftnaa.A Sf9."'.piN AT'M. ASM 0797 t7,300 0.91 13,000 pa.E ' 1'Lmx m u=AMS A^YV 0790 :40.700 0.-L 3-3.100 P-ti (3) H11 PINI t`4�7 OR 43 Vl/ 1/2" O.D. 1/16" THICK S.S. WASHER d p y iIi SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X• $� 'ij ° SHEET (9 �i' xOm�ED amAS.M M!" ,1 FT_a�" ,71,_e,� SUNS Damn Asru 023-5 47.2 s e4b x uAc W NEE(, CARRIAGE DETAIL ASSEMBLY LAYOUT' PATE OF WIN ASTM V= c-I GASS c-1 CUM — N.T.. 31F Krancu Ao•TN Ot929 1000 v 403'F 11TEDff341IL: 4w 0133 t(N E SSRE)CM A%ER tVEATNEflh. AS1u9'.S 9302 Pal E810 9s:. HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS Ml=VIMDE7M U',KJI= EfE,"` EEBD R'1 N.T.S, 'tNJltf�/is r - 11111 7 . FLORIDA BUILDING CODE(Mon-High Velocity Hurricane Zone'— —� - •••• 02017 mrEm,INC. 82017 EASTERN METAL SUPPLY,INC. � IZ�'',•;L�C,EWS'�:••,%= BERTHA H TM AS► SA Accordion Shutter System 1 L E C 4 IiNc. ■ ■ KV BLADE#1 W OR W/O H.V. WNDW BLADE American Shutter systemsEV.N useawmN DATE DRAWN By. Lc TILLIT TESTING & ENGINEERING COMPANYA8SOGIOtion, IBC. t OLD 15-085 7/27/1 OATS; 07/27/17 _ ('� .•../• td•�.(��l` 63°u5[i.W.?3J+-Si.Sta.3C5.ttRA1M Gl3D-.h5. 'MA 331 ,, -��:-- -TA- Ph-e:(308)871-1530.1-:(305)871-1531 4268 Wesfroads Greve z DRAWING No 'S,/ ��k�Cp ,SL —0:w-�670oW.9om West Palm Beach, Ft 33M107 ; 17-107 •,r,i��' WALTER A Taff er.P.E. P.E. SEAL/SIGNATURE/DATE FLaRxv u1.B 04167 6 SHE 4 OF 20 1-•-CONCREtE ANCHORS POURED COUCJaLC"'K .. ... POURED (SEE SCHECULE uY OR COttPOURED _F rE L=' REOLLSEO F-I/4'C-20x3/4-S.S. CONCRETE REQUIRED SHEET 13) CONCRETE ANCHORS t �:HutE SCR£tYS RE01ARE0 '� FCA .,/ (SEE SCHEDULE ON 41i Yl/1/4"-20 CCNCRETE ANCHORS / 17 18 A DUE(SEE ux 10I,Qoa se:Ei 7) SHEET 13) NUTS©12'O.C. (SEE SCHEDULE ON SHEET 13) . 1. 12 CR�14 Min. 1/4'0-20x3/4"Ss. EO 0 MACHINE SCREWS -.' r-EO EO 1 r hT 1/2-—�e=---- USING 1/4"-20 NUTS14 # 0 12`O.C. t%2-J I t3 CA }g _ ,3 oR t5 r' s fl i F i�` f � zso +E D.` I �; I *I .250"Mnx. a~' I:" I. �y I I— •uax. E.O.' fAN OPTIONAL ,� i ' '-GPTIOTAL I —� ' s4l 95.wA1Xti , 11 , UZI.SEPARATICN TO GLASS 1 -la t99 ---OOR I t Ems- --(SEE SCI-EDULE SHEET 11) EX4lTth"G 9lK6 QSL ; Ulm SEPARATION TO CLASS GLAD.---i (SEE SCHEDULE ON SET it) E7dSDNG GLASS--'' jL CNV WALL HEADER INSTALLATIdN HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EKF'TCfG MIN.SEPARATION TO cuss GLASS--! u'i g'x` •—� 1 OR 1I t t 1 ExISDNG„� (`+EE 5C14EDULE ON SHEET'T1) �1 1 p aASS!gE t 1 MaL SEPARATION TO GLASS GL+S exmaeC*+ i (1 `"'{SEE SCHEDULE ON SHEET 1 i) i all 19rh rl Y s '�;4} a EY.1ST1`iG , ` ! i..—OPTIONAL i � CIASS••= E.O., WALL. }IL/,. / l•"---_____—__ t�,iIA'. A'dlI, ' It,• Ea'-ij,_,_'_ Yom,.•- , R 18 £ a ij ii E1Q.-II PNtLUoP-S2'o1i x3/41/s4s-.Max. OPt1CNA 1 Lr1- .` 1, 17 4 - V 7 13 __j CEAl2 R,141/4 TRUSS HEAD 'oI Sei.S1.1L5 :/Pa H4Y'. llPS MACHINE SCREWS USING RETE A4CHQR5. TRUSS HEAD MACHINE SCREWS 1/4--20 NUTS C 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS G 12"O.0 .'I-CONCRETECRETE ANCHORS (SEE SCHEDULE ON SHEET 13) Lan. POURED CONCREE� SHEET 13) POURED,CONCRETE OR CONCRETE BLOCx OCONCRETE BLOC &OCRETE ANCHORS REQUIRED EE SCHEDULE ON HV WALL SILL INSTALLATIONREOUiRED CD:,, HV WALL SILL INSTALLATION POURED CONCRETEJ SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE FORVBTMMN OF;GTa s, INSTALLATION DETAILS W� !-SEE SKEET 4 FOR TYPICAL SHUSTTER `E 0.•-EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR ASSEMBLY (SEE SPECIRCATICUS ON SHEET 13) BLADE @ ON SHEET 19 `� HV BLADE 2-VIOUN X SECHCtM CAN BE COVS-S ED U, ANY WAY TO SUIT t'lY ffiSALLATXXIt TJ!ff Fii FLORIDA BUILDING CODE Non-High Velocity Hurricane_Zone' "' S;' crpw ozon TareCo.INC. 02017 EASTERN L(ETAL SUPPLY,INC. BERTHA HVT1a y 4 Accordion Shutter System } 1 L E C O I N o. A■S■�7■A■ H.v BLADE#, w/OR w/o H,v.WINDCHV MADE •/ ;"'Q 6 TIL1J7 1ESTING & ENGINEERING COMPANY American Shutter Systems ,N DCSCMMD14 Dart: DRAMI BY: L.C. r� lV ,� ASSOCIgtIOnA InG. 1 OLD 15-085 7/27/1 DATE' 07/27/17 .4� t4¢:: 1t 6355 H.N.NStn,A.Ste.145.t-RC'�ACA WRDVCS FLDROA 33tG PnaM:(as)571-1530.FaY:(305A71 4268 tYestraads drive z DRAWING No Y 5 L —WALTER.2t vtecoc..'-. West Palm Beach. FL 33407 3 E8- 5714 1 7-1�}7 It a0D l '�•" ORA TLUJT h.RE a �•••,f•rrl`+'`' FLOR;oA Ltc.i 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 CONCRETE ANCHORS in sr,F4ra+ (SEE SCHEDULE ON SHEET 13) ---�DOR I&' DUST= SLAB IF (D& APPLICASUE ism snr =�w ITT S g ITT �a AT..T—II, EKISTNG -'7 LOCATION ANR GLASS #1Ox3/4"H,--(WASHER HEAD EDGE OF m 3 VS 0 12-O.C. I Olt 13 caus 8 3/ rANCHORS (SEE SCHEDULE 1!PPUCASLC 7 ON SHEET 13) 03 i ii @) INN EDGE OF NC1. SLIF ED(;E OF ArPLICABLE // .I I,T2' a EDGE OF GLASS STAB IF 4--F Q�' APPLICABLE POURED .4 qp�l POURED FLAT HEAD CONCRETE ANCHORS 10 QAZ Ma,S�u CONCRETE —I-D.- CONCRETE (SEE SCHEDULE ON SHEET 14) A POQR:D-/_1 REOURED FLAT HEAD CONCRETE ANCHORS REQUIRED 04swmg --(D OR �@I*CQNCRETEE EL0M4E& RSOURED -------E.D.-- E.M (SEE SCHEDULE 014 SHEET 14) It TRENCH INSTALLATION, VAUD ONLY FOR UP TO +70, -75 PSF A-S.D. 01 HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING FOR SPANS PER (G) HV CEILING INSTALLATION HV FLOOR INSTALLATION t SCHEDULE J3, SHEET II CONCRETE ANVOORS m (SEE SCHEDULE 11w BUT,!:;a( (D 7 SHAY 15) EXISTING EXISTMO FS11 -306 TA*M+ArXHCVG w/ VAX� SS CLASS Wo�m.4 1 31e�DISCATUIr 0 fr 01:�FOR UP To SL wwd 4-0 P 4-0 C.MR SPANS LA-OM WA4 V0'IF TO Er-Ir VAX AMY 1/4- F 11 VJZANT AT elm FASIENOR wiz SICEET IT r011 UWTATIM 8 HU MO. INR WASHER HEAD TENSCREVS CUM SlAwfT 441 114x51e HEX 3 ss us TEX SCReas®_01- 114 1/4 ;3/4*S DS. CON_1_71E mv<-As 0. M.. OR 114'%200SSS�MS. 0 C. 0 12'O.C. 7 O-C. (SEE SCHEDULE 0:4 ;;t E.51=um SHEET 14) areaencaAt 2.W rd WALL Tiall(DECORAT&E 17 aR 18 1/2- ;1�1- .. .... Ulu. 14,/4'F.H.S.O.S. 1)9,%C APPLICABLE 7 POURED CONCRETE (SEE SCHEDULE ON ON I POURED CONCRETE C14 SHEET OR CONCRETE BLOCK SHEET 14) —PMM cc \-CONCRETE ANCHORS SEE NOTE 13(b) NOTE RECUM slim "go OR CONCRETE BLOCK REQUIRED REQUIRED MOUNTING INSTALLATION C;;wM POURED HV WALL FLOOR INSTALL UAXWU A_%V rESWJ caxsm ATION BY WALL WALK-OVER INSTALLATION uklmtw swam SPAN a-*' REQUIRED Q HV RAINGUARD INSTALLATION t t THIS INSTALLATION SHALL NOTE EDP OF SECTIONg Zstpim REIJOVABLE WHEN PERFORTIED LUffATIONS OF USE FOR ADJACENT TO AN OPERABLE VITT ♦SEE I-SEE Sk-EET 4 FOR r(PICAL SHUTTER 0:4 FAIEET 13) OR ENTRANCE BLADE VA ON SHEET 19 INSTALLATION DETAILS W/ 10 HV BLADE ASSEVKELY 2-MOUTtMG S=- tONS CT-3 BE CC"'5MED, IN As.c wAy To Sw ANr NSTALLATCO:L -2jjk A. i FLORIDA-BUILDING CODE(Ni5n-High Velocity HumconTe-zone, jz, 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA NV7w Accordion Shutter System 0.4 /�ML Ec�5 ,m c� AwwSwSwAm KV. MADE#1 W/OR w/o KV.WNDOW RADE 'a' American Shutter Systems V_V.IT, VESCRI 014 DAT[ WIAI.11 VT: LC, TILIJT TESTING & ENGINEERING COMPANY O� 7/27/17 DATE. 07/27/17 1572 5195 tklv•WTI st_S�.=.VIRCM WDVOl,FLQfIAA 331CC Association, Inc. 1 08,5 0 Ph—� .Fax:(3CS)871-1531 4268 Westroads Drive 2 DRAWING No .......... �a:VIt..*o.W_ west Palm Beach, FL 33407 3 17-107 :Z�O'ViL 4- WALTER A.T111.RE FLORIDA Ll�.1 44167 S P.E. SEASEAL/SIGNATURE/DATEluff 5 HE7ET OF 20 SEE END WA NO S STE r*TES ON LCCKNr RODS MV LOCKS INSTALLATIONS WZ 0) HV AND ALTmixts Hv LOCH 0 014 SHM S. OUT 01 F—IN ] EXISTNG CLASS SLA---SLACK VEtArL KVF IS VAUD FOR ALL =r�1L TEs AFMC010"WTTH FLAer.0 BLADE WZ HV CENTERMATES (2 1� , (2 2 OR (2 231 SEE END WALL CONNECTION WS"W CLASS DETAILS ON SHEETS 10 dC 1 .6-- 3 /4- 7- 6 1/2--------------------- ----------------------- ' 7- 1 (ED63-T6 ALLOY)ALU+ OPPOSING SYMMETRYCAL ANGLE "0 1/2- CR@-@ t CE CENTERMAT S MIN SEPARATION (Top/wrlom) IlOx-3/4*S.U.S.0 12' �o GLASS (4)#INI/2 ' TO rue Wz HV LOCK W/ HV LOCK ffror rA'WS'U-!' i O.C. L&CHT� (SEE SCHEDULE L i&o 2) 1/4 T" '4 A RS TO AT AZLE iw) ON SHEET 11) —-—-—-—-—--- ---—-—-- -—-—---J- -Vo OX I (Dj -o 0-0 I L I I Uk- I le HVBFOUT] HVIC HVA Eiasniu;MISS -FOUREO,CORCRFTE OR 0. F CONCRETE BLOCK WALL ED ?-------------- ------ wSrinG SYMMETRICAL 6 7 IN.SEPARAfla"I F__ TO GLASS —Si EXISTINC @ (SEE SCHEDULE __ fl -GLASS ON SHEET I I) _ _ I WL SEPARAMON TO GLASS (SEE SCf-.ECUL-- EN OPHOWL. 0:1 SHEET 11) (1 OR) -—-—--- C ONCRETE FOUT I ANCHORS CP / ' 1 167 O.C. ,S . �45�, ., M Z VARIES 0- 0 0 0OUT 6 1/2-IW,SLACK (EXTERIOR) HVE HVF** ----HVD Fo-u-f� FLORMA BUILDING CODE(Ron--High_Velocity HurriCone-Zone, . ........... 02017 TILTECO,INC. 02017 EASTERN META SUPPLY.INC. ERT B HA HVTLI A S S A. . . . Accordion Shutter System "IL ECOmc. RV. MAX#1 W1 OR W10 KV.WNWW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems qEV.Ne DESCRIPTION DATE DRAM ITY, L.C. TL4 A,o 6145 RaW�16,�S, 'e, Association, Inc. I OLD 15-C85 07/27/t7 CAM a7/27/17 st�sm 7j=,A WDU4I,rLCROA 33 (305)871-IS30.F-�(305)SM-1531 4268 Westroads Drive 2 DRAVANG No ...... a—j:tat—O-1-1 West Palm Beach, FL 33407 3 1r, LN"441 ES-OWS719 17-107 AL WALT 4 ER KnLIJT J.F.E. — FLORIDA Lie.1 44167 5 SHEET P.E. SIG URE/DATE 8 OF 20 ALTERNATE INSTALLATION W48V 'T" LOCK 60A H ,MALE/FEMALE "T" LOCKS CENTERMATES 48) _, .�9 LOCKERS (2-� WZ(f) HV BLADE SEE END CONNECTION DEUILS ON SMEErS 10& Ild INSTALLATION M HV BLADE Fo-0-11 F-IN-, 'k-, COMM M.SS M"c OwCK MA&tra,*QCA-'w C"S-M E. W/ HD CENTERMATES 's FWAILNG aADE C)OCTA'!.'00-" R=Mw 041=65tIfft.�y SE t=VdrH Ms MTR�EMR UMAUXToor,DETI%%'n 9t�_IN THM SHM SEE END WAM COMMON DETAILS A--r 'M 4* (CMIM) (w1M=0LQQ ———————————————————————————---—————————————— wfu4ity S�&TO TA rs 0 Ir I MIAL (4)H v AT C.C. La—� F IN 'a F1 7N (4)Nx HV "T' Pais 7 N 14 5 LOCK (INSIDE) A�_� . ^71 31e I M zr ...... fit-- --- ------ 5 V@A6 Sir 0 4V \--@ 10, Fo-u-T] @..@j "OOR 2 A, 0 1�v ET YMMRICAL NO CONTE 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35# SEJE=M 6 FOR Fri LOCr@. W/ 7/8'0 x 3/32" WINGNUT. (wimc)HDO-NVB Fo-u-T] HQC-HVC _r LOCK•a:#SHM& OHV "T".LOCK (OUTSIDE) SYMMETRICAL-1:11) CENTERMATES S __RMATS t M%M gA".0�� _H_V_G WI LOCK (EXTERIOR) W/ LOCK (INTERIOR) =4-M 9100 WME rLu=t�t (2)-@)-@-(9- _Er Ntrwfr.PART f CM. AS VIMF�_ww Err JLVDEL C'xFAr 0•@-Q.@-0-0 pP "VMM PARSFFENY KEW JVZM (Z)-®w®-07 -®w V054 aR EQUAL 3 F=0 (a LLKC wo qtET 'wLorvs wo Rue 4 N, HDO-HYD FILMING STACK FLORIDA BUILD! CODE(Ron-High Velocity-Hurricone..Zone AryA•. 02017 ULTECO.IRC. 02017 EASTERN mErAL supPL-(,Itsr- BERTHA 7 HVTLJ Ir Accordion Shutter System RV. BLADE#1 W1 OR W/O H.V.WINDOW BLADE American Shutter Systems EY.N. DESCMPTIOU DATE DRAM SY.' M % TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-CS5 WF-- 07/27/17 -M NX 36N.St.S-305,— );7Tf�MA133114 Opt N Ph..:'(305)S71-1530'F" 53 4268 Westroods Drive 2 ........ —.1;Oft—O.W 7(r* West Palm Beach, FL 33467 3 DRAWING No WALTER X TtU)T Jr P.E. 1 17-107 -�ON�L M-Coorilo ROMA Lic.1 44 167 5 SHEET P.E. SEAL/SIGNATURE/DATE — 6 9 OF 20 POURED-CONCRETE __ _...�.- _ _ _ RED-CONCRETE POURER C{kYCREiE POURED CONCRETE OR `�� l OR CONCRETE OR CONCRETE OR CONCRETE CONCRE FTE BLACK Wta1.L +. !/ BLOCK WALL REQUIRED ! BLOCK WALL RECURRED / BLOCK WALL REQUIRED �-EXISTING CUSS �-EXISTING GLASS CONCRETE IV ANCHOR EYLS'TINO GLASS :'"' -' 2,t^KJ. EY.15'fiNG GLASS C. - _ - Mil 9'PAR+TIL T- 2'M1SJ_ 'LO OLASS{$EE } '� T .7- Ma"'.'ARATKN i Sd1EDULE ON'SHEEP I i; ISN. .10 �J r i tal.SEPMn11fX1 901MUE ON SHEET TO MASS(SEE EQ j I EQ,, TSGrISDU E UMASS7� t/16"x3'MAY. ON I I FOR BLADE F� ( ' 1 @,ROE�A4% !.__L_•' i it 11 Fes'F OEI SHM ' t1 FOR f$ADE(!)AND (6063-Tfi)CONT. 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(\ 4 (1) #106 ALLOY)AT TO(D I.,t 3 �lQ=,12's.IAs.ra0& � / N K'I (2)1/4"0 TAPCONS ANCHORS TO �J= t•:1 Y.'t11 AT D-O.C.(1.CCATE AT i SEE DETA�I.Y F03� i OR ®` EITHER SDE OF Q) 1 OR SIDE CO?:ttECTION 4,5 i SEE DETAIL Y FOR U1 OR I" I TO TRACKS SIDE COUNECRON ©w©»O7 a�8 o f0•®m SEE BETON Y FO A w 6 7 w$ t0 7-8-0-0- TO TRACKS w w 6• 7 w 8 t0•��^ i0-•�°•�•®w�,l1w SIDE CONNECTION yTRACKS 16•®wO ,rO��O��w V.l".'��!•1�m /10�•®>©'v.'J`©•,r©�`" Q"L'J-©�°©_•��-(®�' 6•?0 0-&0-0- LJ-i'f•�1�•l'!•�a V"�'�{�J,°t�®•\:!`�'I+°' ��•�°'�",r®�"1:!•'l��:/w,��} /��•��®°"1©'®".�/.;�/-,,r�r��m -`�°`®"©°'©-�w ®"®`"©•`i:J°'®'�°` tl'�°`®'Y'J°'�''t„f'V,:J'CO '`:r`'Ll004��°-"®Ql•y-'t„l��� $C3`®m®`®^C 'd �Q ©`�'�'•�w�•�a��A END CONNECTION DETAIL(3) END CONNECTION—DETAIL END CONNECTION DETAIL(, END CONNECTION DETAl i REQUIRED ONLY FOR SPANS GREATER THAN 12--0- POURED CONCRETE OR r EX1SitRO : CONCRETE BLOCK V1ALL ---EYSSTLYC CLASS REQUIRED GLASS 4 Y } d 1R7L SEYAvUn" 110.1/2-t6�U:C, �( x•<' -- �" TO LASS(SEE •Q S ---'--- SCHM.1E on SEW TO(TAS'(9:E _ _-- -- ---, `^-- aoaQAR�QR is F1l2!#.A ORtiA CONCRETE f", t/2'MIN. SWEDLxE ON 9C£T -- -- --- �QR 1�OR L<i 9•EEt,9 TOR ANCHOR S it FOR PI ACE(i`lAI3I BA".2S(D&S 12'O.C. ON SM 19 FOR ! CONCRETE'''```'��� S I MAMS(D&G � ----j- OR@ ArJCTiCR i EA i --t MrM SE FOR 6 OR®OROCR 2•!AN. 2Mme• BLADE 1�f ONSEE LSSHEETS OF U 9 @OR@OR(qOR@OR@V1EW i__� R ®` PLAN DETAIL IL f POURED COt nETE OR ` w�wuJ6•�;lw® i4•�"• t0,�®d�,�.f3.,0 y, END INSTALLATION CONCRETE BLOCK MALL {S'®w©.�- "0w 6 7 �'.J 6 ll7JJ RECUTtED Q-O•©�Q"O•®w 1 HV BLADE OR �V WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL dQw=QR' "� CT 0 AILp Q FLORIDA BUILDING CODE(Non..High Velocity Hurricane-Zone 1 .r•••• �dl 02017 EASTERN METAL SUPPLY.INC.,+jG ENSU » vfl+ G2017 iLLTECO,R G_ 13EIRTMA HVTM A S S A Accordion Shutter System 1 L E N�. . . . . FIV. BLADE#1 Wf OR W/O H.V.WIWN BLADE American Shutter Sy stems TILL.IT TESTING & ENGINEERING COMPANY r•N DESSE1 iw++ oArc a rM 812Lc. �'• :`Ct Association. Inc. 1 CLD 15-085 /27/1, aaE O7/7!17 d A <y e3ss r.u_3c e.sL.s A .vFGAu cnc +s n 331 '. `'•- < �4 4268 Westroods Drive 2 +`,tom, Fno�e:(305)671-1s'Q.Fcr:(iDs}6T1-1531 DRAWING No 'J \g L11' o .ai to..0-t— Vlest Palm Beach, FL 33407 s �QNk WALTER A TUITi41.P.E. � 17-107 S ~�"'rrnnrr• r= FLQROA Uo.!44167 5 SHEET P.E. SEALjSIGNATURE/DATE 6 10 OF 20 •d, :.�..... . .71 •: 117. ��17; :� . . 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(Mio.Mc m 3 Is.1 (H) Am TESAN NECULE PtEs L.;r W:4 kso.OES?GV k'CMWE KOMP.E RARG 010)w.0=4 LZ'LUrvE PFE55U:i£MTwG - 1/4`0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(DAM I'o-2 Tsai) TAPCON OR _ 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND 011FMU M BY ALL POINTS SCREW BOLT&SPECIALTY 40 30 EO 75 90 120 160 265 30 40 60 75 90 120 160 205 30 40 E1D 75 90 120 160 205 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATX78.2.C. 14 12 10 9 6 . 14 12 10 4 8 8 6 6 14 12 10 9 8 d 6 6 THREADFORM TECHNOLOGY {Mitt.1'c t 3 k4N) 31-0' t4 12 t0 9 8 6 1{ 12 10 4 8 8 6 6 it 12 10 9 8 8 6 6 ALL Paws SOUR-SET OR LES; 14 12 t0 9 6 6 14 12 10 9 a 8 6 6 14 12 10 9 a 8 6 5 BLUE TAP W/CAP NOTES: i4 E2 10 9 4998 6 7 14 12 10 9 a 8 6 6 t4 t2 10 9 8 8 6 8 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON VATH ADVA:r-M TTIREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 1 9 7 55 &5 14 12 10 9 8 0 6 8 14 12 10 8 8 8 B 5 ANCHORS IS 7 3/4',AND FOR BLUE TAF Wf CAP ANCHORS l5 1 1/2'. 4,-0• 14 12 10 9 6 a 6 6 11 72 IO 9 a a 6 6 14 12 10 9 8 8 6 55 14 t2 10 9 8 a 6 <'. 14 12 10 9 8 a 6 45 14 12 t0 9 8 6 4 35 A2)MINIMUM EMBEDMENT OF 1/<4 x 3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE 7/6'INTO THE POURED CONCRETE.NO EMBEDMENT I4 12 to 9 a a 6 4-5 14 t2 t0 s 8 8 6 S.5 14 12 to 9 8 8 6 4.5 INTO STUC00 SHALL BE PERMITTED, 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE t 1/2'LONE MIn7MUM SHOULD STUCCO fa 12 so 9 7S 5.5133 - is 12 10 9 8 8 6 5 14 12 14 9 8 7 99 + •` rr:r u;1�a u19 Faa EXIST,ANO 1'MDNUUM FOR WADS WED{NO STUCCO. 14 t2 t0 9 8 8 6 6 14 12 to 9 8 8 6 SS 14 12 10 9 a 8 8 45 Ft1 5t6T-T Is 5'-0- 14!12 t0 9 11 7 4 - {4 12 10 9 8 65 S SS f4 12 t0 B 6.S S 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FGUIKD ON THE EMWNG WALL OR FLOOR, T4 12 l0 9 8 Z5 43 - 14 12 t0 9 8 8 6 45 14 12 10 9 6 8 43 .75 ANI:HORS SHALL BE LANG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISttES.ANCHORAGE SHALL BE AS INDICATED ON 14 t2 93 75 65 45 - - t4 12 10 9 8 7S 53 4 14 t2 10 9 8 6 4S S5 NOTES Ai)&A2)ABOVE.FOR INSTALLATIONS ON VINYL StDWG OR EFS'IBM OR WITHOUT. METAL STUDS CONSULT TMS ENGINEER FUR B,-D- TS 12 IG{9 a 8 6 - 14;12 10 9 a 8 6 5 14 12 la a 8 85 5 35 INSTALLATION INTO EIS WITH METAL STUDS SEE SHEET 20. 14 12 TO 9 75 55 3 - 14 12 f0 E5 7 55 4 3 14 12 H 6S 55 4 3 - (8) TO POSTING CONCRETE BLOCK:(ASTM C-90) S4 12 110 9 -a 6 - - 14 12 la 4 8 &5 5 75 14 12 TO &S a 5 4 - -1/4-d TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS L1AtUFACTURED 6Y LT.W.BUILOM S4 92 8 63-S5 3 - - t4 12 10 9 8 63 45 S5 14 12 1D e 7 5 3,5 3 _, 1/4`0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DLSTTIBUTED BY ALL POWs SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 14 12 LO 9 8 8 - - t4 12 10 9 8 7 5 a 14 12 to 9 75 55 4 3 - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLOF40A FASTENERS DIRECT.INC. t4 II2 40 E 65 4 - - 14 12 9 75 6 83 SS - to t03 7 S5 aS 35 - - 1/4`0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECALIY 14 t2 10 R5 7 < - - 14 12 10 9 75 55 1< - 14 12 9 7 75 45 - - COUPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHITTIER SYSTEMS ASSOCIATION.INC. 14 It 7 55 45 - i- - ti 12 10 9 J3 53 4 - 14 12 9 7 6 45 3 8,_O. q4 12 to 9 8 6.5 - - 9t 12 10 9 H fi 4 - It 12 10 8 83 5 35 = N07E5; ;4 t2 85 7 55 3 - - 14 12 8 65 55 4 3 - 2S 9.5 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+A14CHORS IS t 1/4-AID TAPCO:1 fa T2 95 T51 6 1- - 14 12 93 8 63 S - - 14 12 8 8 6.5 4 - - WITH ADVANCED 1HREl'3FORM TECHNOLOGY ANCHORS IS i', 13 95 654 5 3,5 - - 14 12 10 8 65 5 - - 14 12 8 64 5 4 - - g.^O, 14 12 t0 9 8 - - - 14112 10 9 73 4.5 - - 14 12 33 J 55 4 - - 82)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SONO-SET ANCHORS SHALT.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO t4 1:5 75 6 4 - 14 It 7 5S 5 35 - - It 8 55 4S 15 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SS,MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 54 12 8 '5 45 - - Ta 12 &5 7 SS 4 - - 14 10.5 7 5.5 6 45 - - EXTSir AND t-MINIMUM FOR YfA.MS TATFL NO STUCCO. i.6 BS 53 4 - - - - t4 12 9 7 6 45 - - 14 11 7 55 4,5 3.5 - f0'-fl' ti s2 t0 ff 175 - - - 14 12 10 8 63 s - - t{ 12 8 6 5 4 - B.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON TTL-'EXISTING WALL OR FLOOR, 14 7 5 33 - -i- 13 93 63 S 4 3 - - 10 73 5 4 3 - - - ANCHORS SMALL BE LONG ENOUGH TO REACH THE MARL STRUCTURE BEHIND SAID WALL F2IISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 S5 - - - - 14 113 9 6 5 4 - - 123 93 6 5 4 4 - - NOTES B,1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS C014SULT THIS ENGINEER 14 112 8 85 55 4 - - t3 t0 63 3 4 3 - - FOR INSTALLATION TMD EFS WITH METAL STUDS SEE SHEET 20. il'-O- 14 12 10 - -• - - is 12 9 t 6 s5 - - t4 OS 7 SS 4.5 J.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLO•A111G ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOWS MANUFACTURER. 125 95 5 - 12 9 B 4.5 4 3 - - 9 7 45 SS 3 - t< s0 7 - - - 14 03 7 55 45 - -I- 115 113 55143 75 - - - (D) SEE SCHEDULE BflLYt9 FDR EDGE DISTANCE(E_D.)VERSUS SPACING RELATIO.NSFt�FOR ANCHORS. 95 7 a3 - - - - 14 15 73 6 6 - - - 12 9 6 45 4 - _ t4 12 10 - - - - - 14 12 8 &5 55 - - - 13 10 65 S 4 - - - EDGE DI5 LICE VERSUS 5PACING SCHEDULE FOR ANCHORS* C.5 45 - - - - - 11 8 SS < 3S 6 4 3 - - - MAXIMUM ANCHOR SPAC�YGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.0,LESS TK%*J THE NNOTCATEO.REDUCE ANCHOR SPAa%'C 133 95 6 _ _ I_ _ _ 1S 83 63 'A _ _ _ 105 8 5 4 - - _ _ BY MULTIPLYING SPACLNC SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. I4 OS 7 55 4S - - - It 85 35 4.5 33 - - - REDUCED SPACING OBTAINED USING FACTOR SHPIL NOT Sr LESS THAN MINIMUM SPPL NO 0t01CATE0 FOR EACH ANCHOR TWE 13•-0-`A t2 - - - - - - to It 3 7.5 e 5 _ - 12 9 fi 4.5 4 _ _ FACTOR 05 a - - - - - - 10 75 5 4 3 - - IS 55 4 3 Ate- TAPCON WITH ADVANCED TAPPER+ EDGE TAPCON ALL POINT SONO SR BLUE YAP W CAP :259E31- - - - - 12 9 6 45 4 - - 93 7 5 4 - - 'i ('tv E OR THREADFORM TECHNOLOGY / Ulm SPACING 8 6 - - - - - - 13 93 65 5 - - - - .O5 73 5 4 - - - DICTANCE it L2 - - - - - 14 i0,5 7 55 ^ - - - IT MS 55 45 - - - E.D. MW.SPACING 4 3- 16FN.SPACGNG n 3` MHN.SPACING a 3 1/2` MID.SPACING+r 3 3/a' 4- l4•-O' T as 35 - - - 7 S SS 3 - - - - 1 DE W UREO CONCRETE& F�OX4�E CON TETE ROTC POURED CaNCR£TE& POURED CONCRETE&T�t aINDa1E B0� Tts 8 -!- - it 8 55 43 - - - - 9 8.5 45 - - - - - V WIN 0W CONCRETE BLOCK la m-3 T/2•LVL ED-21/1' DUN M-BLOCK C05CRETE BLOCK Uti ED-S if2'LLY.E0.•2 5/Y MIN.FIT.-r ICL EDe3 i W.I.EO-r 7S 12 9 1 6 - - - - 9.5 7 4.5 - - - - 3- 1.0 ago 1.0 0.78 1.0 0.84 1A Ts'-o " - -t-_°' - - :SSI ID 6-5 - - - - a5 a 5 - - - - - BLADE WORKING 2 1/2' os1 1.0 - os7 1.0 9 - - - - - 85 6S 4 - - - - - a5 t3 - IN UNISON - 2' 0.71 - - 0.61 -; ns e3 Ss - - - 9 - 1 3/4' - D.Bi - - - 0.4310 _ 0.35 - - 0.35< - - - - 69,5, - - 95 7 s - - - - a - -y FLORIDA BUILDING CODE(Non-High Velocity -Hurricone-Zone p,�`i•, A. /�4��•rt 02017 DLTECO,M. 02017 EASTERN METAL SUPPLY. INC. BERTHA HV TM A� �A� Accordion Shutter System PLV. MADE#1 W/OR W/0 H.V. WINDOW MAX TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems •Nn 6tSCR,Pml DATE DRAWN HC L.C. ` T; r�7E OF 1 ; 6355 N.W.3 -St..Ste-305.IVVI CAG90+S FLMDA 3316 Association, Inc. i OLD IS-obs 88 7/27/1 DATE: 07/27/17 Y 4268 Westreads Drive z I DRAWING No Phare:(305)-.a:tit .F (30S)87T-1531 f`sY'1•.•QRIDP•.r'�44 4p a-�e�117T9 Ea West Palm Beach, FL 33407 3 17-107 ',.�u10••,•••• �``� 111 WALTER A TLLR Jr,P.E. < FLORIDA Uc.A 44167 6 SHEET P.E.�SE71 ttR DATE 6 13 OF 20 KIMM I ANCHOR" ^FACENG (jp,} SCHED ULE FOR A GNEN MAX $HJMR SPAN " A D DESIGN irEG"TR PRESSURE RA-11 AND A CORRESPONDING MOL)NT1NG TME FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE 4400YNv6S I,J.K&L ON SBEET 7) POURED CONCRETE POURED DON CONCRETE BLOCK ANCHORS RS SP CING LEGEND 4'XAI.K 4v£R 3 1 TftFTtCH QRAIN{.'ttk.20 MOiFNR)Iv u Y+ @11ALL/R.00R MOUNTING (L)14ML/YtALK OPER MOUNTING iAPCON OR WNW raqNRNG _ ( CCM t%W S pg=a PA13"L'(;m &K=J&1 .E PMM MM 6f ASD.01Sfa1 WAME P!$SSU. RAWC DMM I6:G4111E FRIMM M41(pd TAPCON WITH ADVANCED 30 140 160 175 190 1120JI60 205 30 40 60 75 90 F12-01160 205 30 40 160 175 190 120 160 205 30 140 60 75 90 120 160 205 THREAUFORM TECHNOLOGY 14 IZ to 9 18 18 15 6 12 12 122 112 112 15 8.5 65 7 7 1 7 17 1 7 7 7 S5 5 15 5 5 s 5 5 5 ALL POINTS SOLID-SET 31-O_ t4 12 10 9 $ 8 6 6 12 12 t2 t2 12 12 93 7 7 7 T 7 7 7 7 7 5 5 5 5 S 5 5 5 OMR LESS 14 12 10 9 8 B 6 6 12 12 12 12 has 8 6 45 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 6 8 6 6 12 t2 12 12 12 10 75 6 7 7 7 7 7 7 7 7 s 5 5 3 5 5 5 5 TAPPER+ 14 12 to 9 8 8 6 5 12 12 12 12 IS BS 65 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4•-0 t4 12 10 9 8 8 6 6 12 12 12 12 12 95 7 55 7 7 7 7 7 7 7 7 S 5 5 5 5 S 5 5 14 t2 10 9 8 8 6 6 12 12 12 95 8 8 4S 35 7 7 7 7 7 7 6S 5 5 5 3 a 5 5 s 5 14 12 10 A 8 8 6 6 12 12 12 12 10 7s s5 4 7 7 7 7 7 7 -7-37s S 5 5 5 5 5 s 14 i2 t0 9 a a a 6 12 t2 i2 /i 9 7 5 4 7 7 7 T 7 5.5 f 3 5 5 5 S 5 S 4 3 t4 12 10 9 B 8 6 6 12 I2 f2 12 10 75 55 4 7 7 7 7 7 7 7 T 5 5 'S 5 5 5 S 3 14 tZ to 9 8 8 6 6 12 12 95 75 614.513.51- 7 7 7 7 7 7 S 1.5 5 5 5 5 5 5 5 4 14 12 to 9 a a 5 6 12 12 12 95 8 614.51- 7 7 7 7 7 7 5.5 4 5 3 5 5 5 5 5 4 * E ANCHOR 14 t2W. ' a6 6 12 112 15 9 75 3.5 4 3 7 7 7 7 7 45 35 - 5 5 5 5 5 45 3s - SPECIFICATIONS 1a 6 8 12 t2 12 t0 a 6 4S 3S 1 7 T T T T 7 7 5 5 5 s 5 5 5 5ON SHEET 13 128 8 6 6 72 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 S 4 3 f2 6 8 6 6 12 12 10 8 A. 5 75 - 7 7 7 7 7 6 4.5 -^ S 5 5 5 3 5 4S H 12 t0 9 a 8 6 6 12 12 10 6 65 S 7 7 65 55 4 - - 5 5 5 5 5 4 3 7•-0" t4 12 11 9 8 8 6 6 12 12 12 e5 7 S f 1 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 S 14 12 10 9 6 8 6 6 12 SO 65 5 45 3 - - 7 7 7 7 &3 5 3 - S 5 S 3 5 5 3.5 3 14 12 to 9 6 e 6 6 12 12 T5 7 35 4 - 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 14 t2 S0 9 a S 6 - 12 12 &5 7 55 4 3 - 7 7 7 55 4S 3 - - s s 5 5 45 35 - - PSF A.S.D DESIGN PRESSURE 8•-O. to /2 10 9 a a 6 - 12 12 105 75 6 4s u - 7 7 1 7 ] ) 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 e 6 - 12 4 6 45 4 3 - - 7 T 7 7 &S 4 - - 5 5 5 5 5 4 ] - SCHEDULE #3. SHEET 11 W21 % 8 8 6 - 12 11 75 6 5 75 - 7 7 T 15 6 ZS - - S 5 S 5 S 4S -98 S - 12 IS 75 6 s 35 - 7 7 65 5 4 - 5 5 5 5 4 396 8 - - t2 12 95 65 5S 4 3 7 7 7 7 T 7 6 3 5 5 5 3 5 5 5 5 9 8 8 - OS B 5 4 35 - 1 7 7 6 5 35 - 5 5 5 9 5 4 3 9 8 8 - 1- 12 10 65 5 45 - 7 7 7 &5 55 - S 5 3 S S 4 - 9 $ B - 12 03 7 SS 45 3S - 7 7 5S 45 35 - - 5 5 S 4.5 35 -9 8 8 - - 12 11 89 5 S 35 - 7 7 7 7 7 7 4.5 - 5 5 3 s 5 5 5 4514 12 14 9 8 8 - 9S 7 46 3S 3 7 T 7 55 4.S - - 5 5 5 S 4S 35 t4 12 t0 19 a 8 - 12 9 6 5 4 - - - 7 7 7 6 5 - 5 S 5 45 5 - - 14 12 10 9 S 8 - 12 9.5 5 5 4 3 7 7 5 4 1 - - S 5 5 4 3s - 11�-0�14 12 t0 9 B 8 - - 12 10 7 sS 4.53,5 = 7 J T 7 7 7 35 - 5 5 5 5 5 5 S 4 /j^l �/f BLADE ONLY. f�J *Tj i< t2 CO a 8 8 _ - B.1 8 4 4 3 - - 7 7 6 5 4 _ ^ s 5 3 5 4 1 '- �' i H ♦ V LA V E V N L 1 '.14 LZ t0 9 a B - - tt $ 55 4 - - - 7 7 7 53 fS - - - 5 5 S 5 45 - - -f 14 LZ t0 9 8 tS 8's 55 44 3.51- 7 7 45 3.5 - - 5 5 45 3.5 3 - - l�•-O 14 12 10 9 8 - - - 12 9.5 65 5 4 3 - 7 7 T T 7 6 3 5 5 5 5 5 S 45 3S 14 1T t0 9 8 a 8 4 3 7 7 5.5 45 3.s - - - 5 5 5 4S 4 3 14 12 t0 19 8 - 10 75 9 4 - - - 7 7 6 5 - - - 5 3 6 5 4 - ,4 12 t0 9 a O.5i 8 5 4 35 - 7 65 45 35 - - 5 S 45 35 3 _Cr t4 12 10 9 6 - - ^ 15 as 6 45 35 s _ ] 7 T 7 7 4s - - s s a s s s a5 s5 T4 t2 t0 9 a 7 55 3S 3 7 T S 4 3 - - - 5 5 5 4 3 14 12 t6 9 6 _ _ 9 7 45 Tri - - 7 7 55 4.5 - - 9 3 5 4S 4 14 812 t0 9 - 1q 7.5 5 4 3 7 6 4 3 - - - 5 5 4 s - - - t4 t4;12 19 9 - - - - OS 8 5S 4 35 - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 14 12 10 9 - a5 S 3 7 7 5 3S - - 5 5 5 4 - 14 t2 40 4 - &5 65 4 7 7 5 4 5 5 5 4 - - 14 12 t0 - - - 8 7 45 SS 3 7 3.3 35 - - S 5 15 3 - - IS-0�i4 12 1a ^ - - - ^ 10 75 5 4 3 - - - 7 7 7 1 7 35 - 5 5 5 3 5 5 4 3 T 12 10 6 CS ! 7 7 45 1 - 3 5 4.5 ]5 - - t4 12 10 8 6 { 7 7 5 - - - 5 S s 4 - - - - 14 12 10 - - - - - 85 765 4 SS - - - - 7 SS &S - 5 5 - 16•-O�t4 12 t0 - - - - 9-5 7 45 3.:R 3 - - 7 7 7 7 6 3 - - 5 5 5 5 S a.5 SS 14 22 1D 6 4.5 1 7 85 4 5 5 4 35 t4 ,2 ,o = - - - - 75 5.5 75 - - - - - ' ' e. - - - 5 5 fs - - - - - FLORIDA BUILDING CODE(Nan--High Velocity Hurricane-lone; --- - -_ _ 1E11V��• •+' `� + _ _ - -52017 Turco.INC @2017 EASTERN UETAL SUPPLY,INC. % 7,r4 7_ /� BERTHA HV Sm 756 �.N A■ ■ .A■ Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WNDW MACE L J�� American Shutter Systems TILLiT TESTING & ENGINEERING COMPANY Y •u gLscs-CIIr /27 CAM 0 L7 p;%�. �}� 9355 N.SY.J&Y..5i,5t4.305.wt7 rd990TJt3.n08'o41116 Association, Inc. t OLD 1s-Ofl$ /27/1 W7E: 07/'17/17 Pbme:(305)871-1530.Fav:(305)877-7511 4268 Westroods Drive 2 DRAWING No _CS"•• .•' 4t,111 e_ma6:ran«aoom.= West Palm each. FL 33407 3 =--�o+va�� �`,tt4t` EB_0a1s7,9 17-107 tYFL7EA A 711L7 Sr.PL 4 Fl0R1DA Ue.$44167 5 SHEET P.E. S�CC/3t 1406RE/DATE 6 14 OF 20 MAXIMUM 6.S.D. DESIGN PRESSURE RATING (D.5-f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in., SlIEDULE FOR A GIVEN MAX. SHU7TER- SPAN. NEGAML&S.D. DESIGN PRESSURE RATING AND A CORRESPONDING M00010 TYPE. ISM UOUHTIUGS ON SHEETS 16& 17)- :EE3; L-J B TF=;�Z.en�-,TF=- SOUTHERU PINE Na SPRUCE PINE SPRUCE PINE SOUTHERN FINE No. 2 Vl/ MIN. G=0.55, 55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 Vil YIIL 0-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR%V/MIN. G=0.50 W/MIN. G=10.43 VI/MIN, G=0.36 PLYWOOD DOUGLAS nR W/ W/MIN. G=0.43 W1 WN. G=0,36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS 9.0. wALL uouRRr;GS B.O.WALL MOUNTINGS R.O. WALL MOUWVGS M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS P & 0 S&V S&V S&V TV&X IN &X w& X • am WJZE PEM ftri4-{TTI=a x q 0 z E M M a W-G-T4 M 0-t-Mw M M a 0 x;A=4 nomm x w w fg a L KDOA MMMM10F.bmx tp)fue OMMZZWW(;�4d) T- .75 0 0 0 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 6075 90 05 30 40 60 75 90 051 �1. 40 T�D 75 so 105 30 40 60 75 190 105 30 140 160 75 -0 05 30 40 60 90 105 30 4 6 75 9 Sr.4-OR LM 12 10110 2 e $ 6 6 1 616 16 15 12 10 10 9 IS 8 S 6 6 6 12 10 10 9 8 5 6 6 1 6 6 16 16 6 5 1 414 14 13 12 12112112 12 It2 12 12 12 112 112 12 12 12 12 12 12 f12 4'-0' 12 10 110 9 8 6 6 12 10 10 9 18 8 6 6 6 12 10 10 8 a -L 6 1 6 6 _L 6 6 5 1 414 4 3 12 112 112 112 12 12 12 12 12 12 12 12 12 12 12 112 112 12 1-2-io 10 9 IS 8 12 5�-O! 12 10110 9 a a - fl d6- thki'4 IM66 a 5 12 10 10 9 6 7 6 6 1 6 6 5 6 5 1 4 4 4 3 t7 12 112 112 12 12 12 12 12 12 12 12 12 12 112 112 ;0.' 6*-0' 12 10 110 9 8 6.5 6 6 1 516 15.514.5 12 10 10 9 18 5 6 6 6 5-5 15 14.5 12 10 10 9 6 3.5 6 6 1 6 6 5 44 6 5 1 4 4 .5. - 12 12 112 112 12 12 12 12_ 12 12 12 12 Q 12 12 12 10 8.5 So' ' PINE w G_O_ K 0-0�!O W_.0.RT 7 5 4 6 [4 4 6 '5 12 12 M122 12 '2 '2 1 9 6-5 0- 10 7 3.5 - 7--0' 12 10 10 3 6 6 6 5 4 rS-,S ii 17 12 10 10 76 4Z 3 6 & 6 9 4 3.5 12 10 10 -- 6 6 5 '-5 -3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - L2-12 12 IlZ 12 12 12 L2_12 12 11 9.5 12 12 11.519 7.5 6.5 12 10 10 5 -IL5 - 6 6 5.5 .5 3-5 3 12 10 9 4 - 4,5 - 3 - 6 6 4,5 4 3 3 6 5 3,5- LZ 12 12112 12 10-'12,12 12 11.! 12 12 10 8 6�5 5.5 GF--w - - r,13.12 10,4 - 12 TO 7.5 4 - 6 6 5 4 3 - 11 11 6 - 6 6 4 S1.11-1 1- 12 101 3 - - - 6 6 4 .5 3 - 6 5 - - 12 12 12 I 12 11.5 9�5 12 112 12 10.5&S 7.5 12 12 9 7 6 5 6 T2 6 12 l.' 12 TB-! 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EACH SE=fl CA SHEETS 16&17. -SPRUCE PIUS NR NORTH W/G-0.43(ND.S) EXCEPTION:SEE?=E 2 EELON. -SPRUCE PVC FIR SOUTH W/G-0.36(fLO.S.) -ION.1/2-COX PLYWOOD(1988 APA) 2.ARCKCRS TO HOLLOW CELINO ROM BE AS PER MOUMO TYPE U.SHEET 17 ANO SHALL CONSW OF LAO S=QS AS Fair HOS 2015 SPECUICAT04S. 4. N ANCHORS SKALL BE ALLED fOUDVWIG ALL OF THE RECOMMENDOONS AND SPE=rAT4NS Of THE AOR'S UMUFACTURER.fUST FLORDA BUILD[ CODE(Non-High Velocity-Hurrtccne-Zone iii 02017 EASTERN METAL SUPPLY. INC. ...... 02017 TtLTECO.(HQ u is 13ERTHA HVTM Accordion Shutter System A.S.S.A. KV. BLADE#1 W/OR W10 KV.WINDOW MADE rl-[-R-�CO ,11c. � American Shutter Systems km w DESCRUMON DATE DRMTI EM. L.C. -0 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 an. 07/-2-7/-1-7---] "x 6355 IM Ift 3M vac S�,3VAONA WWM FLORLIA Zaldf F-:(305)S71-1531 4268 Westroads Drive 2 DRAWING ."qf'fV 0 iF $719 I W" N ............. 4-mal Qwco*-L� West Palm'Beach, FL 33407 r-3 7 167 -ITT' WALTER A, -W"P.E. -- Tr FLORIDA U..1 44167 .1 SHEET P.E. S T$t�t4A'1164E/DATE 6 15 OF 20 -*evs ! | ---��' � - -------�- INSTALLATION- DETAILS ON EXISTING WOOD BUILDINGS FORM HV & 49 HV-* BLXO�S-JAS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PIR S UR ATING, SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION Wl H BLADE & -16 WORKING IN UNISON 1/4'0 TAPCON OR 4*.S*(Wn.) '4 -ED ED--T-2-UIN. TAPCON WITH ADVANCEID COST] THREADFORM TECHNOLOGY V.000 ErA.j REQUIRED. EDGE(IF APPLICABLE) STRUCTURAL W/1 1/2-Er..PENEIRAITON S,& OF 1/4'0-2Ox3U PHILLIPS TR�4S OF D=NG WOOD SEAM ...... THREADED AREA TO I. A HEAD TO BE CERTIFIED BY UACHNE SCREWS R,-ewERW ENGII.TER OR OUST1144 wODD E)=.NG WOOD HEADER, f (SEE SCHEDULE 014 SKIET 15) W1 1/4*-20 NUTS ARCHITECT PRIOR TO TRUSSCS OR D.C.REQUIRED RAFTER 0 24" 0 12,O.C� SHUTTER INSTALLATIOSL 1�1 5 EYJSTING SOFFIT 0 1 oR@ %A�;CPOTI ADVANCED TFCHNOLOG 3/4'U0,THX. 57* THREADFORM mi..PENETRA*Tly 114 ED ED CoNr.ALUM TUBE f at? ED S'f4m (6063-T6 ALLO')W1 THREADED AREA To a E tt OPTIONAL 5 r XMI IC WOOD WAOM (SEE SCKEDULE ON SHZET 15) 0 S"O.C. or or 14/16'0 LAO SCRENS 70 or @ or(C5 @ PAMR OR TRUSS LOCATE LAG SCREWS AT UIDW:D H OF EXISTING WOW ECST�4 UVI 27.4' OPEN I-IDLE AT EACH 1,10 VWBER.(2'Li-,=UNAL EXISE __I FC-MER REQ*U IMOTH)W/2'W-n. -A-nON 70 G EXISTING r.G SCREW AREA.VALID4 FOR GLA'S IL SEPA LASS STUD TO ACCEPT PENETRAITOr OF THREADVO —(S--z SCHEDULE ON SHEET It)— CLASS AINA1 F TUBE. INSTALATIO is WITH 72pif I&%SOWADW MAX A.S.D!DESIGN LOAD AND to GIAW D. 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UIN— PENETRATION OF THREAI ED OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"Wm PENETRACON OF THREADED AREA TO EMMG WOOD HEADEFL(SEE ENSTWO WOOD HEADER. AREA TO EXISTING WOOD HEAMER�(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHUT 15) OX HV WALK-70VER INSTALLATION (SEE SCHEDULE ON SKEET 15) (-2v,HV WALL SILL INSTALLATION SEE�fw` (�i)w FLOOR INSTALLATION w - . - - - FLORIM BUILDING CODE(Mon High Velocity--Hurricano-Zone7, IM2017 TILTECO.INC. 02w EASTERN uErAL SUPPLY, INC. CENS BERTHA HVT. Accordion Shutter System 707—c7o7im7c \ A,S.S.A -77L rE KV. MAE#1 W1 OR W/O FLV.WWON MAX American Shutter Systems IEV.H. MCOPM4 DATC DRAWN SY.- Lc. TILUT TESTING & ENGINEERING COMPANY Association, Inc. t am 15-M 07/27/17 DATE. 07/27/17 36.,St.Sft.3M MRW�wms.RCOXA 33tu 4268 Westroods Drive� 2 (305)871-1530.F�:(305)871-1$31 DRAWINC No 0-011:Ot..00.m West Palm Beach, FL 33407 .......... 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HYDE#, W/oe W/0 H.V.YNNDOµ/BI.AtDE • h/ TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.„ O"CIMM?l PATE PRAM R,•: L.c- ~� "RM-A CAR=,&FLOWA 33% Association, Inc. t at..D 15-085 /2Tlt E+3E: 07(27f 17 Pfwne:(305,87t-1530.FcY:(305)877-t53i 4268 Westroads IMve 2 DRAWING No _st$'............. . a-moi:utecoeaof.Com West Palrn Beach, FL 33407 s 17-107 AL Y;ALTER X TILUT Jr.P.E. 1 P.E. SFALjS,GNATUftEjDATE FLORV't"9 6187 5 SHEET 6 113OF 20 '.gjam -D4 - -- -- - •GENERALUMMATIONS AND CONDITIONS OF USE FOR BERTHA WORKING IN I.UA,L AS.D.DESIGN FRESSINRE RAStia:+1 To,-118 psi. _ IT 2.NAL SHUTTER SPAN:Dfi 3,ALLOWED MOUITNGS.A.D.0&H ON SHEETS S.7;AS'NULL AS MOUNTINGS N.0.T.U&w ON SM-"M 16&17- z ONLY CENiERLt1 SY �2(607H W/ 4 OR ARE ALLOt4�1 W1TH i O�'75t { ARP Vi A SLY L'.UDED OR 0 E OUT.¢i CASE OF `G {G� CXYOUTCER7�UST DE DiCLIpED OA°X AT E%TERtOR ACCESS SIDE Of 16 a¢✓ E • • • • I•1 S.(A)HV WIN00N BW1E B SE A (L41r ALLOY)O N UM NOF 5 OPEl4NO5 TYR EA END • • 1101 (3-0 HOLES)FOR aPER BLASE AT SWINGS SHOWN ON SHEET 4. (U)Miff,CLEAR'j FROIf TOP OR BOTTOM EDGE OF HV w1HDOW BLADE try MAX 5 bUaOAS � , • • , t+, OF ANY'rm HGtE Fp2{�4 SHALL BE 12`. AlIDWED AT ti7,,,, w - lYL/ wLNDOW BLADE I)f� (C)FIRST OR LW GLACE COICNO CETT FROM STARTERS AT ENDS 11"BE iN ' WINDOW BLADE W .is • • • ,• o• (0)W WINDOW BLADE QMUST BE USED ALTERNATE TO A SOLD W BLADEv t� THROUGHOUT SHIIrwrs WL,TH. • • • , _ pge t IE)C MATES SHALL ALWAYSS BE INSTALLED ADJACENT TO A SOLO HJ nix t• BLASE 1 AT E1ITFLR�4£Of THET4- E (F)POLYCAeRDQ,UTE W WINDOW @ SHALL BE INSTALLED SO TfW TABS FACE SEE Wgggg99 ' ,,,ttt''T�� Ij1'+aCL� ???111 THE DNTERNIR Of THE OPBEINGU&,NG BPROTECTED,HV WStDOW TETT MUST BE C6mf=CN + ., a s s : • e ms •'\ ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA DETAILS tN SH:1-m �i LG u INC. ,O&18 TYP � - &YDS FULL Hecw- I � Q 8.SM ANCHOR SPACING SCHEDULE FOR L45TALLATIONS INTO WOOD FR.WE BUILDINGS ON SLEET 15,AS LILTED BY SPAN AND DESIGN LOAD(SEE NOTES p p ,4d i A i &2 ASM).. 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE SLOCK WALL ON SHEETS 12&13 AS LIUM BY j SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). ,� �'� a.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTIA E-1496: c� I(SEE TOP&FecrCA4 'u"4EMENTS) (may��Qyf�}Cnt:l r1 -._...._._�.. D t5 1�1tA `rLL.S" a.3 XJtt1D ZOhE Nat2NUu SEPARATION TO CLASS LIMITED MOTH 1 TKRU 3 1- ELEVATION WL�ARADON 10 GWZ O 4 625' -- COSTING K.TRSS 1 _ I� ({ aN naS sT�{FLT Tca if; #s ti}h, 4 A Ra W/5MMIOR ONLY)'MM typ. 'fM EE NOTE 4 ABOVE) ailpZZT«CETE MATES DI 4 ABOVE) PIAN— 2I ✓ TYPICAL (1) HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE q SHUTTER* 51''�tt7A�T•"' _ FLORIDA BUILDING CODE-(lion_.High Velocity Hurricane-Zone;_-- -- - -- -y -- 0201177 EASTERN METAL SUPPLY,INC. f/�L. ®20,7 TLTECO.NC. BERTH HVTN # FTL ���o , Accordion Shu ystem . A." .S.A. KV , w,GR W,O K�WINDCIN BADE ,Ky ? American Shutter Systems .ITDESMPTIO DATE aRA14,i Dr: Lc. C TILLIT TESTING & ENGINEERING COMPANY ¢ . '•. •�"5+.'' 6M TCW.?.Am%,s,..$M t,Raw WtOOT.FL.ctiwA 3a,t Association, Inc.. , OLD 15-085 /27(1: DATE- 07/27/t7 (3D5)a7,-5530.Fm :t3as)671-153, 4268 Westraads Drive z DRAWING NO 5s/�h}A�.E,� • ,� '-m6ET.a-Oa1erx`sTooa.sam West Palm Beach, FL 33407 3 17-107 '�^.• • WALTER A TWAT Nr.PZ 4 FLORIDA Lk.IT 44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 W,�akk bLAD_ E & H_V_ VAWIES INSTALLAffdks CENTERMATES 1 -12,000'Ilia.. .2 A-M GRAM 4�O -1 win. GW;f ITEM 2'M- 3 SV=AT INTO METAL STUD WALLS W-TA-1 Z .1 �4 C4J Is*o.c a) .7 �) 40 41 a o..0 C, -------- 1/2' .47 1-14"o NOMINAL -IMONS AND CONDMON5 OF USE ALUMINUM SLEEVE GENERAL UM (I 3kc.6 1/4.OMS'110 EOR BERTHA(I)HV BLADE ACCORDION sHuTrEg 6063-T5 ALLOY Cour CALV STM TFxx CI`I It 2 SYSTEM INSTALLATION TO MEEAL STUD WALLS ASTM A-65,25 GROM it W-ii-I SEPARATION M GLASS SCHEDULE aAwAvam FAsTeim to swas I W/(2)flftl/r DX SCREVS WA �N EIGSTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pst) VITEMOR&DIERCR FACE AS APPLICABLE 1 2. MAX, SHUTTER SPAN: 84' MINIMUM WIND ZONE ASTM E-1996 SEPARATION a3c LENrTH+ I" MIN SEP/ 8 J?ATIDU 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS � EYISM-40 CLASS— MIN. CLASS 4 1 1 THRU 3 43 144_"0-20X5" BOLT (SEE SCHEDULE) 4. 0 ENTERMATQ21 W/n24 KV LOCK ARE ALLoyrD ow') r 21 ARRANGED A SYVMETRICAL LAYOUT. MUST PENETRATE ONLY VO (2) 305 (6" LONG. MINIMUM) MUST ALWAYS BE 4 Exwf11w I 3/4-.6 3/4-.MOW TKOK Mn. FWSH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 373" �AS APPU CENTERMATE. MV.SMEL CASUE CK AS;U A-G93 CRACE 4 W-0-8) GALVAIIZED FASTENED TO STLVS �W/(2)(5.1/2'rEx SCRESS*1 i 43c 43a &IMCR&WMR FACE6,O.C. S*MO. 1/4-0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FORI ci 0 . 1/4"0 ELCO CONSTRIVULON CENTERMATE 21 APPLICATION WITH BLADEQ PRODUCTS FAB—IJOK HD O-C. ASTWV A-6W CR.ACE 40 06 COMPONENTS w-:G-w GAM STEM i- unx=as AaT�16,0.41- WALL HEADER/_�jILL INSTALLATION EaSTVG FZIGH AS APPUMLE SCALE' 3/8^= I' VV' �(ryp.MP t Donau) VA1 3/4*.6 1/4'.0.035'THICK Mi., C.T ASaM V STEEL 111..1111, EXrS1`ING GLASS Y 'IN.SEPMRARON VARIES a 4 43C. INMROR EXTERIOR "�:'CE W/ TO CLASS 2- rp .! NIERMATES NTERMATES..W (SEE SCHEDULE) Mo., XTERIOR ACCESS SIDE; q tN_TERIOR ACCESS SIDE: ---------- --i,F- _6 ——--- -------- 12 y t 21 LOCA D AT filf HEE ER/SIALS 24------- VIE y /4-(TYP.)—6 1/2-Qyp. (6'Min.) 7^--n 6 1/2'IAAY-SLACK SIDE CONNECTION TO TRACK jJYA HVEI BLADE SLACK DETAIL HVF RVp FLORIDA-BUILD[ CODE(Non--High Velocity Hurricone lone, 02017 TIMM INC. 02017 EASTERN METAL SUPPLY,INC BERTHA HVT, EN :pX -T ;-otmc- A.S.&A Accordion Shutter System H L E 0 RV. RAM#1 W/OR W/b RV.WINDOW I19E American Shutter Systems qCV.N� DESMPTION DATE DRAVIN Vy, L.C. TILLIT TESTING & ENGINEERING COMPANY XWA 331U Association, Inc. I OLD 15-085 )7/27/17 DAM 07/27/17 ng: S1.$I' C`IDD`11�"1 4268 Viestroads Drive 2 Phone:(305)871—ta-mal: WO Fax:(3=0)871 3 DRAWING No W—AD.W West Palm Beach, FL 3407 3 4 — 17-107 MOOR A.TfUff".P.1- rXORVA U..0"167 5 P.E. E/D"A"TE - SHEET 9 0 OF 20